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HOW TO USE THE An Introduction to the Photo Credit: Marion Brenner Photo credit: Marion Brenner. Scottsdale Museum of the West. Landscape architecture by Colwell Shelor TRAINING AGENDA What is low-impact development (LID)/ green


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HOW TO USE THE

Photo Credit: Marion Brenner

An Introduction to the

Photo credit: Marion Brenner. Scottsdale Museum of the West. Landscape architecture by Colwell Shelor

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TRAINING AGENDA

 What is low-impact development

(LID)/ green infrastructure (GI)?

 Background  Benefits of LID  Purpose of Handbook  Hydrologic design standards  Content  Additional resources  Questions

Image courtesy of Leigh Padgitt

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WHAT IS LOW IMPACT DEVELOPMENT?

 GI is an approach to water management that protects, restores, or mimics the natural

water cycle. LID is a low-cost GI technique that manages stormwater where it falls.

 LID/GI is a landscape-based practice that can help maintain pre-development

hydrological conditions.

 LID/GI allows water to:

 Be cleansed and infiltrate into

the soil.

 Evapotranspirate

(be transferred to the atmosphere through evaporation or transpiration by plants).

 Be used for beneficial

purposes, such as landscape irrigation.

Courtesy of Mass.gov Smart Growth, Smart Energy Toolkit

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BACKGROUND

 Arizona State University’s Sustainable Cities Network (SCN) has

fostered discussion about sustainability and GI in Arizona since 2009.

 LID is widely used in Pima County, but not in Maricopa County.  With SCN guidance, the Specs & Standards Subgroup of SCN’s

GI Workgroup took up the challenge of creating a GI/LID handbook geared to the environment of the Phoenix Metropolitan Area. Core working team members include representatives of:

City of Scottsdale

City of Phoenix

Flood Control District of Maricopa County (FCDMC)

ASU Sustainable Cities Network (SCN)

In addition, a total of eight cities or local agencies provided review, comments, and input (see the Handbook for a list of participants)

 Funding came from Arizona Department of Environmental

Quality (ADEQ) and Water Infrastructure Authority (WIFA) grants and the City of Scottsdale.

 The Handbook contains 10 technical standardized details and

specifications (TSDS) selected by the core team and a stakeholder group of eight Phoenix Metropolitan Area municipal representatives.

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BENEFITS OF GI/LID

 Reduces water pollution by reducing nonpoint

source pollutant loads.

 Helps conform with local first-flush

requirements.

 Helps reduce stormwater peak flows and

volume, helping mitigate flood hazards and improving water quality.

 Reduces the heat-island effect and quality of

life by increasing vegetation and shade.

 Allows the use of stormwater as a

supplemental source of irrigation water.

 Can help comply with MS4 and other general

permit requirements, where the permit requires the use of sustainable stormwater practices.

 Sustainable practice that can help achieve

goals for implementing green infrastructure.

Courtesy of Southwest Urban Hydrology Courtesy of ADEQ

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PURPOSE OF THE HANDBOOK

 The Handbook encourages the use of LID

techniques in the Phoenix Metropolitan Area by providing technical standardized details and specifications(TSDS) for 10 LID elements.

 Elements were chosen with input from eight

Phoenix Area municipal representatives.

 Chosen elements were reviewed by a core

team that included the Cities of Scottsdale and Phoenix; Flood Control District of Maricopa County (FCDMC); and Arizona State University (ASU) Sustainable Cities Network.

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HYDROLOGIC DESIGN IN THE DESERT SOUTHWEST

 Rainfall patterns in the Desert

Southwest are very different than elsewhere in the US.

 High-intensity, short-duration

thunderstorms occur during the monsoon (July – September).

 Disintegrating tropical storms

  • ccur during the fall.

 Lower-intensity frontal storms

  • ccur during the winter months.

 Rainfall seasons are characterized

by prolonged periods of dry conditions and low humidity.

 A large majority of rain events in

Maricopa County are less than 0.5 inches.

Image courtesy of AZFamily.com

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HYDROLOGIC DESIGN CRITERIA USED IN THE HANDBOOK

 First-flush rainfall of 0.5 inches is the design

criteria for this Handbook.

 Rainfall of 1.5 inches is used to determine the

maximum storage capacity of LID facilities. Because these events cause floods, designing systems to accommodate these volumes can help mitigate flooding.

 Data is based on rainfall information collected

by FCDMC across Maricopa County.

 90 – 95 percent of all storms are below 1.5 inches.  Rainfall events less than the first-flush rainfall

  • ccurred in 82 percent of storms.

 The design criteria for retention and detention

basins requires that any storm event must drain within 36 hours.

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LID ELEMENTS COVERED IN THE HANDBOOK

 Permeable pavements  Curb openings  Sediment traps  Stormwater harvesting basins  Vegetated or rock bioswales  Bioretention systems  Curb extensions  Bioretention planters  Domed overflow structure  Landscaping

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PERMEABLE PAVEMENTS

 Allow streets, parking lots, and other typically

impervious covers to utilize the infiltration capacity of underlying soils.

 Are suitable for low to moderate vehicular use

areas.

 Are not suitable for high-speed (>30 mph)

roadways or areas designed for high structural loads.

 Are not recommended

where high pollutant loads are expected.

 Must be maintained

regularly to remain effective.

Image courtesy of www.allpaving.com Courtesy of www.pavementinteractive.org/porous-on-purpose-permeable- pavements/ Image courtesy of.advancedpavement.com

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CURB OPENINGS

 Convey runoff into and out of LID features

such as bioswales or biorentention areas.

 Can be new construction or retrofitted.  Must be designed with roadway speeds and

clear zone offsets in mind.

 Must be kept clear of debris and inspected

after storms of ≥ 0.5 inches to ensure they are not clogged.

 Can be used in conjunction with

vegetated/rock bioswales; stormwater harvesting basins; sediment traps; and bioretention systems.

Image courtesy of City of Mesa

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SEDIMENT TRAPS

 Collect sediment and other debris in

areas of concentrated stormwater flows before the water enters a stormwater capture or LID facility.

 Must be maintained by removing

sediment and debris monthly and after storms of ≥ 0.5 inches.

 Serve as an accessory to other LID

facilities or conveyance structures.

 Can be used in conjunction with curb

  • penings and vegetated/rock

bioswales.

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STORMWATER HARVESTING BASINS

 Also referred to as rain gardens.  Consist of shallow vegetated earthen

depressions that collect stormwater and cleanse it before percolation into the subsurface.

 Provide subsurface storage within the

constructed facility.

 Are typically landscaped and should be built

adjacent to impervious areas like parking lots.

 Are scalable—can be built at any size.  Must be checked for erosion, sediment,

debris, and clogging semiannually and after storms of ≥ 0.5 inches. Underdrains must be cleaned when standing water is present.

 Serve as an accessory to other LID facilities or

conveyance structures.

 Can be used in conjunction with curb

  • penings, bioretention systems, and sediment

traps.

Image courtesy of Craig Coronato

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VEGETATED AND ROCK BIOSWALES

 Consist of open shallow channels with vegetation on

the bottom and side slopes, in addition to pervious plating (i.e. decomposed granite, rock, or mulch).

 Are designed to slow runoff flows.  May provide water harvesting opportunities and may

allow percolation of cleansed stormwater into the ground.

 Must be checked for erosion, sediment, debris, and

clogging semiannually and after storms of ≥ 0.5

  • inches. Sediment traps may be added to reduce

maintenance requirements.

 Can be used in conjunction with curb openings,

sediment traps, bioretention facilities, and permeable pavements. Overflow structures are required when the system is connected to a downstream drainage or bioretention facility.

 May require a series of checkdams to control

speed/velocity of stormwater runoff in steeper, sloping instances.

Image courtesy of Wayne Colebank

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BIORETENTION SYSTEMS

 Are primarily designed to remove

pollutants through an engineered soil media.

 Are typically landscaped.  Can be designed to allow water to

percolate into the subsoil or to direct it to a downstream drainage system.

 Are well-suited to urban areas with highly

impervious surfaces where space is limited.

 Should be constructed with a sediment

trap at the inlet to prolong the facility’s lifespan.

 Should be inspected quarterly and after

storms of ≥ 0.5 inch and cleaned of sediment and debris.

 Can be used in conjunction with sediment

traps and curb openings.

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CURB EXTENSIONS

 Are designed to create an opportunity for

the bioretention of street runoff and to provide a space for trees and plants.

 Are typically landscaped.  Can be used along low-speed roadways,

driveways, and parking lots.

 Can be used as a traffic-calming measure.  Are easy to retrofit.  Should be inspected quarterly and after

storms of ≥ 0.5 inch and cleaned of sediment and debris.

 Can be used in conjunction with curb

  • penings, sediment traps, permeable

pavements, and overflow structures.

Image courtesy of Watershed Management Group

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BIORETENTION PLANTERS

 Are small-scale bioretention cells typically

located in hardscaped areas between the curb and sidewalk.

 Are typically landscaped.  Do not connect to a downstream

drainage facility.

 May require railings or curbs for pedestrian

safety.

 Should be inspected quarterly and after

storms of ≥ 0.5 inch and cleaned of sediment and debris. Cleanout risers should also be inspected.

 Can be used in conjunction with curb

  • penings.

Image courtesy of Tim Conner

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DOMED OVERFLOW STRUCTURES

 Allow ponding within multiple

stormwater capture facilities and provide an outlet for larger storm events that exceed the capacity of each facility.

 Drain into a downstream collection

facility.

 Should be inspected quarterly and

after storms of ≥ 1.25 inch and cleaned of sediment and debris. Encroaching vegetation should be pruned or removed to maintain a landscape buffer.

 Can be used in conjunction with LID

elements that involve surface water or ponding, such as vegetated or rock bioswales and stormwater harvesting basins.

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LANDSCAPING DETAILS

 LID/GI is a landscape-based technique.  Native vegetation is sparse in Maricopa

County, so purposely installed landscaping is needed to provide vegetative cover for most LID elements.

 LID/GI techniques must take into account

the soils in Maricopa County, which:

 Result from the disintegration of mountain

ranges.

 May have high a salt content.  Are generally alkaline.  May include impermeable layers like

caliche.

 Have low organic content.

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LANDSCAPING DETAILS

 Plants best equipped to deal with conditions

in Maricopa County are native or desert- adapted.

 Multiple agencies have produced plant lists,

such as the Arizona Department of Water Resources Low Water Use Drought Tolerant Plant List.

 Many low water use/desert adapted plants

can survive on rainwater after a 1 – 2 year establishment period; others require some supplemental watering.

 Plant size at maturity and planting locations

should be carefully considered.

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LANDSCAPING DETAILS

 Plant maintenance requirements are of

concern to those considering LID and have an effect on the efficiency of the techniques used.

 Plants should be allowed to grow into their

natural shape; reduced pruning also reduces maintenance costs.

 See the Handbook for recommendations for

landscaping, guidelines, details, Bioretention Soil Media (BSM), and maintenance.

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ADDITIONAL RESOURCES

 An online version of the Greater Phoenix Metro Green Infrastructure Handbook is available

at https://sustainability.asu.edu/sustainable-cities/resources/lid-handbook/.

 The Low Impact Development Toolkit prepared for the cities of Mesa and Glendale

(available at https://www.mesaaz.gov/home/showdocument?id=14999)

 The Specifications and Standards Sub-Workgroup of the ASU Sustainable Cities Network

Green Infrastructure Workgroup (https://sustainability.asu.edu/sustainable- cities/about/workgroups/green-infrastructure/)

 Pima County’s 2015 Low Impact Development and Green Infrastructure Guidance Manual

(http://webcms.pima.gov/UserFiles/Servers/Server_6/File/Government/Flood%20Control/Fl

  • odplain%20Management/Low%20Impact%20Development/li-gi-manual-20150311.pdf)

 Pima County LID Working Group

(http://webcms.pima.gov/cms/one.aspx?portalId=169&pageId=65263)

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THANK YOU!

 Reach out to us at:

 Presenter 1 name, email, phone number  Presenter 2 name, email, phone number

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Questions?